stamp: d d - vancouver fraser port authority · approach support piles shall be 323.9mm od x 12.7...

4

16

17

5

16

6

1

15

2

3

7

Dollarton Estates

Dollarton Estates

Sheet 1 of 17NOTES:1. APPROACH SUPPORT PILES SHALL BE 323.9mm OD x 12.7 mm WALL STEEL PIPE PILES CONFORMING TO THE REQUIREMENTS OF ASTM A252 GRADE 32. MOORING PILES FOR FLOAT NETWORK SHALL BE 406.4mm OD X 12.7 mm WALL STEEL PIPE PILES CONFORMING TO THE REQUIREMENTS OF ASTM A252 GRADE 3. CUT-OFF ELEVATION FOR MOORING PILES TO BE 7.0 m RELATIVE TO CHART DATUM3. TOP OF MOORING PILES SHALL BE FITTED WITH 6mm STEEL PLATE CLOSURE CUT TO MATCH DIAMETER OF PILE. SECURE PLATE TO PILE WITH 6mm FILLET WELD AROUND ENTIRE PERIMETER OF PILE.3. ALL PILES SHALL BE DRIVEN TO A PENETRATION OF AT LEAST 10.0m INTO SOIL OR TO REFUSAL.

Dollarton Estates3715-3739 Dollarton Hwy.

North Vancouver, BC V7G 1A1

STAMP:

ITEM NO. DESCRIPTION QTY.

1 8ft x 60ft Main Float 12 8ft x 40ft Float Finger 1

3 5ft x 40ft Float Finger 1

4 5ft x 64ft Aluminum Approach D0 1

5 5ft x 64ft Aluminum Approach D772 1

6 5ft x 64ft Aluminum Gangway 1

7 Chain 2

8 1 1/2"-6 Cap Screw 6in 4

9 1 1/2" Flat Washer 8

10 1 1/2"-6 Hex Lock Nut 4

11 7.5 x 8.5 x 0.5in UHMW 8

12 3/4" Flat Washer 0.188in 2.5OD 32

13 3/4"-10 Hex Lock Nut 16

14 3/4"-10 Cap Screw 3.5in 16

15 16 x 0.5in Mooring Pile 5

16 Approach Support Single 2

17 Approach Support Double 1 1:100

REV.

DSIZE

TITLE:

PROJECT TITLE:

KLA Engineering Ltd.PO Box 21115

102 - 22441 Dewdney Trunk RoadMaple Ridge, BC V2X 1P7

CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:

CONSULTANT SIGNATURE ONLY:

REV. DESCRIPTION DATE

1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

0

188

.91

196

15.1

5

390

41.3

9

550

00

554

44.7

5

638

90

654

74.5

0

714

47.9

5

730

34

734

79

0

7000

8123.95

6663.83

500 691

BABB

CHART DATUM

CHART DATUM

0 914.40

1114.40

1029 1524

13497.40 13052.40

0

188

.91

196

15.1

5

390

41.3

9

550

00

554

44.7

5

638

90

644

52

659

76

709

53.1

0

733

91.5

0 7

3034

734

79

AY

DETAIL AYSCALE 1 : 12

1 1/2" Flat Washer 1 1/2"-6 Hex Lock Nut

1 1/2" Flat Washer

1 1/2"-6 Cap Screw 6in

DETAIL BASCALE 1 : 12

3/4"-10 Hex Lock Nut3/4" Flat Washer 0.188in 2.5OD7.5 x 8.5 x 0.5in UHMW

3/4" Flat Washer 0.188in 2.5OD3/4"-10 Cap Screw 3.5in

DETAIL BBSCALE 1 : 12

3/4"-10 Hex Lock Nut3/4" Flat Washer 0.188in 2.5OD

3/4" Flat Washer 0.188in 2.5OD

3/4"-10 Cap Screw 3.5in

7.5 x 8.5 x 0.5in UHMW

Dollarton Estates

Dollarton Estates

Sheet 2 of 17



STAMP:

1:110REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

1308.10 2032

12.70

12.70

5.71°

0

547.26

2072.26

H

J

4 x 4 x 0.5in Steel L Approach Support Cross-Tie 77.5in2X

1017.83

1203.35

G

C

12 x 0.5in Approach Support Pile2X

STAMP:

0 12.70 218.70 10

TYP

10TYP

DETAIL CSCALE 1 : 8

14 x 14 x 0.5in Steel Approach Support Pile Cap2X

8.5 x 9.5 x 0.5in Steel Approach Support Mount Plate2X

4.5 x 8 x 0.5in Steel Approach Support Gusset Single4X


W200 x 52 Steel Single Support 80in

1010

TYP

25.40

21.17

101.60 241.30

R3.18 TYP

355.60

355.60

0

160

.32

215

.90

DETAIL GSCALE 1 : 8

DETAIL HSCALE 1 : 8

6 x 15 x 0.5in Steel Approach Pile Cross-Tie Mount3/4"-10 Cap Screw 2.25in

3/4" Flat Washer

3/4"-10 Hex Lock Nut3/4" Flat Washer

4X

12 x 0.5in Approach Support Pile

45.00° R12.70

0

33.15

103

206

DETAIL JSCALE 1 : 4

10TYP

Dollarton Estates

Approach Support Single

Sheet 3 of 17



1:20REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

U


STAMP:

2032

1308.10

12.70

12.70

5.71°

0

547.26

2072.26

T

V

4 x 4 x 0.5in Steel L Approach Support Cross-Tie 77.5in2X

1017.83

1203.35

1524

R

R13.40 0

38.10 231.40

12.70

10TYP

10TYP

288.93 492.13

25.40 21.17

631.83 355.60

355.60

0

160

.32

215

.90

DETAIL RSCALE 1 : 8

DETAIL TSCALE 1 : 8

4X

6 x 15 x 0.5in Steel Approach Pile Cross-Tie Mount4X

3/4"-10 Cap Screw 2.25in3/4" Flat Washer3/4" Flat Washer

3/4"-10 Hex Lock Nut

1010

TYP

DETAIL USCALE 1 : 8

8.5 x 24.875 x 0.5in Steel Approach Support Mount Plate2X

W200 x 52 Steel Double Support 80in1X

8 x 12.25 x 0.5in Steel Approach Support Gusset Double4X

14 x 14 x 0.5in Steel Approach Support Pile Cap2X

1010

TYP

R12.70

45.00°

0

103

172.85

206

DETAIL VSCALE 1 : 4

Dollarton Estates

Approach Support Double

Sheet 4 of 17



1:20REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

48 x 50 x 0.75in Treated Plywood Decking2X


1219.20

1422.40 1600.20

0

127

0

370

8.40

614

6.80

858

5.20

110

23.6

0

134

62

159

00.4

0

183

38.8

0

196

08.8

0

AC

38.10TYPICAL END

EDGE DISTANCE

19.05TYPICAL JOINT

EDGE DISTANCE

609.60TYPICAL SPACING

CENTER-TO-CENTER

50

350

0

38.

10

660

.40

125

0.34

1

289.

05

187

9.60

248

9.20

309

8.80

368

9.35

3

727.

45

DETAIL ACSCALE 1 : 15

#10 Flat Head Sheet Metal Screw 1.5in164X

Dollarton Estates

5ft x 64ft Aluminum Approach D0

Sheet 5 of 17



STAMP:

1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

AH

AJ

AK

AL

AM

4 x 4 x 0.188in 6061-T6 SC HSS Chord 240in12X


2 x 4 x 0.125in 6061-T6 SC HSS Diagonal Truss 61.375in28X



4 x 4 X 0.188in 6061-T6 SC HSS Vertical End 40in4X

3 x 3 x 0.188in 6061-T6 SC HSS Floor Beam 48in33X


DETAIL AHSCALE 1 : 15

4 x 4 x 0.188in 6061-T6 End Cap8X

4TYP

44

TYP

DETAIL AJSCALE 1 : 15

4TYP

DETAIL AKSCALE 1 : 15

3.5 x 4 x 0.375in 6061-T6 Approach Mount Gusset7 x 8.5 x 0.375in 6061-T6 Approach Mount

4X3.5 x 4 x 0.375in 6061-T6 Approach Mount Gusset4

TYP

44

TYP

DETAIL ALSCALE 1 : 15

90°

FULL PEN.

DETAIL AMSCALE 1 : 15

44

TYP

2438.40 TYP 1219.20 1219.20 APAP

A

B

622.30

622.30

609.60 TYP

225.43

0

609

6

121

92

182

88

196

08.8

0

C

1422.40

1219.20

1600.20

D

138.11

1524

101.60 21.17 THRU

SECTION AP-AP

4TYP

Dollarton Estates

5ft x 64ft Aluminum Approach Weldment D0

1. DESIGN OF ALUMINUM TRUSS SECTIONS CONFORMS WITH THE REQUIREMENTS OF CSA S157-05(R2015).2. UNFACTORED LIVE LOAD CAPACITY: 2.4 kPa3. ALUMINUM EXTRUSIONS, BARS AND PLATES: ALLOY 6061-T64. ALUMINUM WELDING TO BE COMPLETED IN ACCORDANCE WITH CSA W59.2 AND SHALL EMPLOY WELD FILLER ALLOY 53565. ALL FASTENERS SHALL BE 300 SERIES STAINLESS STEEL UNLESS SPECFIIED OTHERWISE.

Sheet 6 of 17



STAMP:

1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1



1600.20 1422.40

0

127

0

370

8.40

614

6.80

858

5.20

110

23.6

0

134

62

159

00.4

0

183

38.8

0

196

08.8

0

BJ

1422.40

1219.20

BK

38.10TYPICAL END

EDGE DISTANCE

19.05TYPICAL JOINT

EDGE DISTANCE


CENTER-TO-CENTER

0

38.

71

660

.40

125

0.95

1

289.

05

187

9.60

248

9.20

309

8.80

368

9.35

3

727.

45

DETAIL BJSCALE 1 : 15


DETAIL BKSCALE 1 : 8

3/4"-10 Hex Lock Nut3/4" Flat Washer 0.188in 2.5OD

3/4" Flat Washer 0.188in 2.5OD

3/4"-10 Shouldered Eyebolt 2in

Dollarton Estates

5ft x 64ft Aluminum Approach D772

Sheet 7 of 17



STAMP:

1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

DH

DJ

DK

DL

DM

DP

4 x 4 x 0.188in 6061-T6 SC HSS Chord 240in

4 x 4 X 0.188in 6061-T6 SC HSS Vertical End 40in4X

3 x 3 x 0.188in 6061-T6 SC HSS Floor Beam 48in33X









1219.20 2438.40 TYP 1219.20

DN DN

D

E

622.30

609.60 TYP 622.30

225.43

0

609

6

121

92

182

88

196

08.8

0

F

1422.40

1600.20

1219.20

G

DETAIL DHSCALE 1 : 15

4.375 x 5 x 0.375in 6061-T6 Approach Hinge Base

6.5 x 8.625 x 0.375in 6061-T6 Approach Hinge Gusset2X

4TYP

4TYP

DETAIL DJSCALE 1 : 15

4TYP

DETAIL DKSCALE 1 : 15

90°

FULL PEN.

DETAIL DLSCALE 1 : 15

4 x 4 x 0.188in 6061-T6 End Cap8X

4TYP

44

TYP

DETAIL DMSCALE 1 : 15

7 x 8.5 x 0.375in 6061-T6 Approach Mount

3.5 x 4 x 0.375in 6061-T6 Approach Mount Gusset2X

44

TYP4

TYP

1524

138.11

21.17 THRU 101.60 SECTION DN-DN

4TYP

DETAIL DPSCALE 1 : 15

44

TYP

Dollarton Estates

5ft x 64ft Aluminum Approach Weldment D0


Sheet 8 of 17



STAMP:

1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

BN 48 x 50 x 0.75in Treated Plywood Decking


48 x 49.5 x 0.75in Treated Plywood Decking1X

3/4" Flat Washer 0.188in 2.5OD3/4"-10 Hex Lock Nut

0

127

0

370

8.40

614

6.80

858

5.20

110

23.6

0

134

62

159

00.4

0

171

57.7

0

BL

1422.40

1219.20

BM


CENTER-TO-CENTER

38.10TYPICAL END

EDGE DISTANCE

19.05TYPICAL JOINT

EDGE DISTANCE

0

38.

10

660

.40

125

0.95

1

288.

44

187

9.60

248

9.20

309

8.80

368

9.35

3

727.

45

DETAIL BLSCALE 1 : 15


DETAIL BMSCALE 1 : 8

3/4" Clevis Pin 5.5in

3/4" Flat Washer

6OD 0.75ID Wheel 3in

3/4" Flat Washer

DETAIL BNSCALE 1 : 8

3/4"-10 Shouldered Eyebolt 2in3/4" Flat Washer 0.188in 2.5OD

Dollarton Estates

5ft x 64ft Aluminum Gangway

Sheet 9 of 17



STAMP:

1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

DT

DU

DV

DY

EA

EB3 x 3 x 0.188in 6061-T6 SC HSS Floor Beam 47.25in

4 x 4 X 0.188in 6061-T6 SC HSS Vertical End 40in




2 x 4 x 0.125in 6061-T6 SC HSS Diagonal Truss 61.375in




3 x 3 x 0.188in 6061-T6 SC HSS Floor Beam 48in

17365.53

36.51

20.64 THRU

1225.66

2438.40 TYP

EC EC

K

L

622.30

609.60 TYP

0

609

6

121

92

183

89.6

0

M

1422.40

1219.20

DW

N

DETAIL DTSCALE 1 : 15

4 x 4 x 0.188in 6061-T6 End Cap

4TYP

DETAIL DUSCALE 1 : 15

90°

FULL PEN

DETAIL DVSCALE 1 : 15

44

TYP

82.55

DETAIL DWSCALE 1 : 15

2.5 x 4 0.188in 6061-T6 Wheel Gussett Brace

0.375in 6061-T6 Gangway Wheel Gusset Bushing

4TYP

DETAIL DYSCALE 1 : 15

7 x 7 0.375in 6061-T6 Gangway Wheel Gusset

4TYP

DETAIL EASCALE 1 : 15

4TYP

DETAIL EBSCALE 1 : 15

5 x 7.5 x 0.375in 6061-T6 Gangway Hinge Gusset

4TYP 4

4TYP

50.80

1320.80

21.17 THRU

SECTION EC-EC

4.375 x 7.5 x 0.188in 6061-T6 Gangway Hinge Base

4TYP

50.80

20.64

0.375in 6061-T6 Gangway Wheel Gusset Bushing

Dollarton Estates

5ft x 64ft AluminuM Gangway Weldment


Sheet 10 of 17



STAMP:

1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

EE

4 x 6 CCA Treated Fir Bull Rail 273.75in


6 x 12 Creosote Treated Fir Flange 273.75in8 x 8 CCA Treated Fir Cross-Tie 96in13X

6 x 6 CCA Treated Fir Riser 12in

6 x 6 CCA Treated Fir Riser 12in Splice

6 x 8 CCA Treated Fir Splice Block 39.375in10X

4 x 6 CCA Treated Fir Bull Rail 104in



6 x 6 CCA Treated Fir Riser 19.5in End



6 x 12 Creosote Treated Fir Flange 213.75in

6 x 12 Creosote Treated Fir Flange 240in

2 x 8 ACQ Treated S4S Fir Decking 84in


76OD 22ID Plate Washer 6mm3/4" Hex Head Lag Bolt 18in

76OD 22ID Plate Washer 6mm3/4" Hex Head Lag Bolt 14in

3/4" Timber Bolt 16in


6 x 6 CCA Treated Fir Joist 264in6X


6 x 6 CCA Treated Fir Joist 72in

76OD 22ID Plate Washer 6mm

3/4" Hex Head Bolt 26in


6 x 6 CCA Treated Fir Riser 10in End2X

DETAIL EESCALE 1 : 15

5 x 17 x 1in UHMW

1/2" Hex Head Lag Bolt 10in63.5OD 15ID Plate Washer 6mm

4X (ALL SIDES OF PILE)

Strong Drive SDWS Timber Screw 3in468X

1.5 x 1.5 x 0.188in Angle Iron

1/4" Hex Head Lag Bolt 1in


381 228.60

431.80

76.20 127

8X 5.11 THRU ALL 9.78 X 100°

5 x 17 x 1in UHMW

25.40

Dollarton Estates

8ft x 60ft Main Float

1. ALL TIMBER SHALL BE DOUGLAS FIR, No. 1 CONFORMING TO NLGA GRADING RULES FOR CANADIAN LUMBER.2. TIMBER SHALL BE TREATED WITH ACZA PRESERVATIVE IN ACCORDANCE WITH CSA O80 USE CATEGORY UC5A - MINIMUM NET RETENTION 30.0kg/m3.4. FLOATS SHALL BE ASSEMBLED USING BOLTS CONFORMING TO ASTM A307 AND SHALL BE PROVIDED HOT DIP GALVANIZED. REFER TO DRAWINGs FOR BOLTING DETAILS.5. DECKING SHALL BE SUPPLIED AND INSTALLED IN CONTINUOUS LENGTHS - INTERMEDIATE JOINTS NOT PERMITTED. INSTALL DECKING BEST FACE UP AND ATTACH TO STRINGERS WITH STRONG DRIVE SWDS TIMBER SCREWS, 76mm LONG, DOUBLE BARRIER COATING OR APPROVED EQUIVALENT. TWO SCREWS PER CONTACT. PRE-DRILL DECK PLANKS TO PREVENT SPLITTING. MAXIMUM GAP BETWEEN ADJACENT DECK BOARDS AT INSTALLATION NOT TO EXCEED 3mm.6. DOCK FLOATS TO BE ONE PIECE EXPANDED POLYSTYRENE (EPS) CONFORMING TO REQUIREMENTS OF CAN/ULC S701, TYPE 2. COAT EPS WITH SPRAY APPLIED POLYUREA MINIMUM 2mm THICKNESS.

Sheet 11 of 17



STAMP:

1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

0 292 483 623 763 852

EH

1702.42 2438.40

0

959

2.01

108

36

160

93.0

9

184

79

115

25.7

5

542

9.25

180

98

145

73.5

0

158

64.4

9

130

49.5

1

110

64.6

0

936

3.41

885

8.75

809

6.75

695

3.25

390

5.50

238

1.50

381

EJ

521 801

70

22 THRU TYP

0

390

5.25

238

1.25

847

7.50

100

01.7

5

145

73.7

5

160

97.7

5

184

79

619

1.50

122

87.5

0

STAMP:

508 TYP

508 TYP

1524 TYP 1524 TYP

495

1543.41 2458.12

0

445

.01

889

0

180

34

184

79

390

5.50

542

9.50

695

3.50

115

25.5

0

130

49.7

5

18 x 48 EPS Billet 84in Pile Notched3X

18 x 48 EPS Billet 84in10X

EG

100

548

DETAIL EGSCALE 2 : 35

76OD 22ID Plate Washer 6mm225X

3/4" Hex Nut136X

TYPICAL FASTENERS RETENTION

755.65 TYP

152.40 TYP

1000.13

DETAIL EHSCALE 2 : 35

1625.90

203.50

304.80 190.50 TYP

495

445.01

406.40 PILE

DETAIL EJSCALE 2 : 35

5 x 17 x 1in UHMW

5 x 17 x 1in UHMW


Dollarton Estates

8ft x 60ft Main Float


Sheet 12 of 17



1:35REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1


2 x 8 ACQ Treated S4S Fir Decking 84in61X






4 x 6 CCA Treated Fir Bull Rail 22in4 x 6 CCA Treated Fir Bull Rail 4in





6 x 8 CCA Treated Fir Splice Block 39.375in6X

6 x 6 CCA Treated Fir Riser 18in Recessed

3/4" Hex Head Bolt 8in76OD 22ID Plate Washer 6mm

3/4" Hex Head Bolt 12in76OD 22ID Plate Washer 6mm


63.5OD 15ID Plate Washer 6mm


EL

8 x 8 CCA Treated Fir Cross-Tie 96in9X


6 x 10 CCA Treated Fir Stringer 93.75in

6 x 10 CCA Treated Fir Stringer 153.75in D0R


6 x 10 CCA Treated Fir Stringer 240in



6 x 6 CCA Treated Fir Riser 10in End



3/4" Hex Head Bolt 26in44X


DETAIL ELSCALE 2 : 25

5 x 17 x 1in UHMW4X (ALL SIDES OF PILE)

Dollarton Estates

8ft x 40ft Float Finger


Sheet 13 of 17



STAMP:

1:25REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

0 292 483 623 763 852

EMER

2438.40 1696.67

0

381

238

1.50

390

5.75

542

9.25

695

3.75

847

7.25

100

01.5

0

120

02

123

83

119

38

EN

521 801

22 THRU TYP

0

390

5.25

238

1.25

847

7.75

100

01.7

5

123

83

619

1.50

119

38

1524 TYP 1524 TYP

0

542

9.75

695

3.75

123

83

119

38

18 x 48 EPS Billet 84in7X

18 x 48 EPS Billet 84in Pile Notched

76OD 22ID Plate Washer 6mm3/4" Hex Nut

TYPICAL FASTENERRETENTION

548

100 DETAIL EMSCALE 2 : 35





190.50 TYYP

494.85

445

406.40 PILE

DETAIL ENSCALE 2 : 35


5 x 17 x 1in UHMW

5 x 17 x 1in UHMW

152.25

752.25

1000.13

DETAIL ERSCALE 2 : 35




Dollarton Estates



Sheet 14 of 17



STAMP:

1:35REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1












Strong Drive SDWS Timber Screw 3in





63.5OD 15ID Plate Washer 6mm1/2" Hex Head Lag Bolt 10in4 x 6 CCA Treated Fir Bull Rail 4in

ET



6 x 10 CCA Treated Fir Stringer 153.75in D0R8 x 8 CCA Treated Fir Cross-Tie 60in

10X






6 x 6 CCA Treated Fir Riser 10in End

6 x 6 CCA Treated Fir Joist 264in




DETAIL ETSCALE 2 : 25

5 x 17 x 1in UHMW

5 x 17 x 1in UHMW

4X (ALL SIDES OF PILE)

Dollarton Estates



Sheet 15 of 17



STAMP:

1:25REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

0

292 483 623 763 852

EU EV

1524

0

390

5.75

542

9.25

847

7.25

695

3.75

119

39.2

7

123

83

120

02

100

01.5

0

238

1.50

381

EW

140

1384

0

238

1.50

390

5.50

847

7.75

100

01.7

5

123

83

619

1.50

STAMP:

0

390

5.50

542

9.75

695

3.75

119

39.2

7

123

83

76OD 22ID Plate Washer 6mm3/4" Hex NutTYPICAL FASTENER

RETENTION

548

100

DETAIL EUSCALE 1 : 15






152.25 TYP

752.25 TYP

1000.13

DETAIL EVSCALE 1 : 15

6 x 8 CCA Treated Fir Splice Block 39.375in




3/4" Hex Nut

190.50 TYP 443.73

501.50

406.40 PILE

DETAIL EWSCALE 1 : 15

5 x 17 x 1in UHMW

5 x 17 x 1in UHMW



63.5OD 15ID Plate Washer 6mm



Dollarton Estates



Sheet 16 of 17



1:30REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

MIRROR IMAGE

25

331

R75

76

64 22 THRU TYP

40 THRU TYP

R15 TYP 0

70

270

670

527

.97

18.5 x 25 x 0.75in Steel Finger Hinge Plate1X76OD 64ID Shear Ring 25mm

4X

10TYP

10TYP

20

46

76OD 40ID Spacer 13mm2X

25

R75

R15 TYP

40 THRU

0

100

71.

54

0

396

471

4.5 x 18.5 x 0.75in Steel Float Hinge Plate2X

331

22 THRU TYP

76

64

R15 TYP

0

200

400

470

18.5 x 18.5 x 0.75in Steel Float Anchor Plate1X

76OD 64ID Shear Ring 25mm4X 10

TYP

20

0

30

105

470

1010

TYP

MIRROR IMAGE

Sheet 17 of 17

LH & RH Float Hinge Weldments

Dollarton Estates



STAMP:

1:4REV.

DSIZE

TITLE:

PROJECT TITLE:



CLIENT:

PROJECT MANAGER:

DRAWN BY:

DESIGNED BY:



1

2

3

4

5

SCALE

SHEET:

Ralph Everts

Ralph Everts

A A

B B

C C

D D

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

stamp: d d - vancouver fraser port authority · approach support piles shall be 323.9mm od x 12.7...

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